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    • 1. 发明授权
    • Maintaining dynamic water storage in underground porosity reservoirs
    • 维持地下孔隙水库动态储水
    • US08074670B2
    • 2011-12-13
    • US11862097
    • 2007-09-26
    • Stanley R. PetersDonald O. Summers
    • Stanley R. PetersDonald O. Summers
    • B65G5/00
    • B65G5/005Y10T137/0318Y10T137/402Y10T137/7303
    • An underground porosity reservoir includes substantially impermeable barriers and an aquiclude surrounding a volume of alluvial materials for storing water within the pore spaces of the alluvial materials. Upstream and downstream ends of the reservoir define both a static storage portion (extending below an elevation of the downstream end of the reservoir) and an elevated wedge-shaped portion that extends above the static portion. Once the static portion of the reservoir is filled, additional amounts of water are dynamically stored within the wedge portion by removing water from the downstream end of the reservoir and adding water to the upstream end of the reservoir. Water may be recirculated within the wedge portion, or external water may be added to the upstream end of the reservoir at a first flow rate while water is removed from the downstream end of the reservoir at a similar flow rate.
    • 地下孔隙度储层包括基本上不可渗透的阻挡物和围绕一定量的冲积物的水溶液,用于将水储存在冲积物的孔隙空间内。 储存器的上游和下游端限定了静态存储部分(在储存器的下游端的下方延伸的下方)和在静态部分上方延伸的升高的楔形部分。 一旦储存器的静态部分被填充,通过从储存器的下游端移除水并向储存器的上游端加入水,将额外量的水动态地储存在楔形部分内。 水可以在楔形部分内再循环,或者可以以第一流速将外部水添加到储存器的上游端,同时以相似的流速从储存器的下游端去除水。
    • 2. 发明申请
    • BANK-SIDED POROSITY STORAGE RESERVOIRS
    • 银行面孔储存库
    • US20110206460A1
    • 2011-08-25
    • US13102311
    • 2011-05-06
    • Donald O. SummersStanley R. Peters
    • Donald O. SummersStanley R. Peters
    • B65G5/00
    • B65G5/00
    • Natural soils and underlying bedrock typical of channel banks near a river and floodplain system are utilized to improve the economics and efficiency of constructing an underground porosity storage reservoir. A man-made barrier, typically a slurry wall, is keyed into these banks and forms a first portion of a closed boundary for the reservoir. The channel banks between the two ends of the slurry wall form a substantially impermeable natural barrier defining a second portion of the closed boundary for the reservoir, thereby reducing the construction costs on sites appropriate for such a design. Locating the bank-sided porosity storage reservoir over naturally occurring scour regions in the bedrock can greatly increase the storage capacity. By building an embankment and extending the slurry walls higher, an open water storage area can be created on top of the reservoir that is bounded by the elevated slurry wall and the channel bank.
    • 利用河流和洪泛区系统附近的渠道银行的天然土壤和下层基岩,提高建设地下孔隙储集层的经济性和效率。 一个人造的屏障,通常是泥浆墙,被锁入这些堤岸,并形成了储层的封闭边界的第一部分。 浆料壁的两端之间的通道堤形成基本上不可渗透的天然屏障,其限定用于储存器的封闭边界的第二部分,从而降低适于这种设计的场所的施工成本。 在堤岸上的自然发生的冲刷区域上定位银侧孔隙度储层可以大大增加存储容量。 通过建造一个堤坝并使泥浆墙壁更高,可以在水库顶部形成一个开阔的储水区,这个水库由高架的泥浆墙和通道堤组成。
    • 4. 发明授权
    • Bank-sided porosity storage reservoirs
    • 银行侧孔隙储集层
    • US07972080B2
    • 2011-07-05
    • US12049049
    • 2008-03-14
    • Donald O. SummersStanley R. Peters
    • Donald O. SummersStanley R. Peters
    • B65G5/00
    • B65G5/00
    • Natural soils and underlying bedrock typical of channel banks near a river and floodplain system are utilized to improve the economics and efficiency of constructing an underground porosity storage reservoir. A man-made barrier, typically a slurry wall, is keyed into these banks and forms a first portion of a closed boundary for the reservoir. The channel banks between the two ends of the slurry wall form a substantially impermeable natural barrier defining a second portion of the closed boundary for the reservoir, thereby reducing the construction costs on sites appropriate for such a design. Locating the bank-sided porosity storage reservoir over naturally occurring scour regions in the bedrock can greatly increase the storage capacity. By building an embankment and extending the slurry walls higher, an open water storage area can be created on top of the reservoir that is bounded by the elevated slurry wall and the channel bank.
    • 利用河流和洪泛区系统附近的渠道银行的天然土壤和下层基岩,提高建设地下孔隙储集层的经济性和效率。 一个人造的屏障,通常是泥浆墙,被锁入这些堤岸,并形成了储层的封闭边界的第一部分。 浆料壁的两端之间的通道堤形成基本上不可渗透的天然屏障,其限定用于储存器的封闭边界的第二部分,从而降低适于这种设计的场所的施工成本。 在堤岸上的自然发生的冲刷区域上定位银侧孔隙度储层可以大大增加存储容量。 通过建造一个堤坝并使泥浆墙壁更高,可以在水库顶部形成一个开阔的储水区,这个水库由高架的泥浆墙和通道堤组成。
    • 6. 发明申请
    • Bank-Sided Porosity Storage Reservoirs
    • 银行多孔隙储层
    • US20080226395A1
    • 2008-09-18
    • US12049049
    • 2008-03-14
    • Donald O. SummersStanley R. Peters
    • Donald O. SummersStanley R. Peters
    • B65G5/00
    • B65G5/00
    • Natural soils and underlying bedrock typical of channel banks near a river and floodplain system are utilized to improve the economics and efficiency of constructing an underground porosity storage reservoir. A man-made barrier, typically a slurry wall, is keyed into these banks and forms a first portion of a closed boundary for the reservoir. The channel banks between the two ends of the slurry wall form a substantially impermeable natural barrier defining a second portion of the closed boundary for the reservoir, thereby reducing the construction costs on sites appropriate for such a design. Locating the bank-sided porosity storage reservoir over naturally occurring scour regions in the bedrock can greatly increase the storage capacity. By building an embankment and extending the slurry walls higher, an open water storage area can be created on top of the reservoir that is bounded by the elevated slurry wall and the channel bank.
    • 利用河流和洪泛区系统附近的渠道银行的天然土壤和下层基岩,提高建设地下孔隙储集层的经济性和效率。 一个人造的屏障,通常是泥浆墙,被锁入这些堤岸,并形成了储层的封闭边界的第一部分。 浆料壁的两端之间的通道堤形成基本上不可渗透的天然屏障,其限定用于储存器的封闭边界的第二部分,从而降低适于这种设计的场所的施工成本。 在堤岸上的自然发生的冲刷区域上定位银侧孔隙度储层可以大大增加存储容量。 通过建造一个堤坝并使泥浆墙壁更高,可以在水库顶部形成一个开阔的储水区,这个水库由高架的泥浆墙和通道堤组成。
    • 9. 发明申请
    • MAINTAINING DYNAMIC WATER STORAGE IN UNDERGROUND POROSITY RESERVOIRS
    • 维护地下生物储存中的动态水储存
    • US20080072968A1
    • 2008-03-27
    • US11862097
    • 2007-09-26
    • Stanley R. PetersDonald O. Summers
    • Stanley R. PetersDonald O. Summers
    • B65G5/00
    • B65G5/005Y10T137/0318Y10T137/402Y10T137/7303
    • An underground porosity reservoir includes substantially impermeable barriers and an aquiclude surrounding a volume of alluvial materials for storing water within the pore spaces of the alluvial materials. Upstream and downstream ends of the reservoir define both a static storage portion (extending below an elevation of the downstream end of the reservoir) and an elevated wedge-shaped portion that extends above the static portion. Once the static portion of the reservoir is filled, additional amounts of water are dynamically stored within the wedge portion by removing water from the downstream end of the reservoir and adding water to the upstream end of the reservoir. Water may be recirculated within the wedge portion, or external water may be added to the upstream end of the reservoir at a first flow rate while water is removed from the downstream end of the reservoir at a similar flow rate.
    • 地下孔隙度储层包括基本上不可渗透的阻挡物和围绕一定量的冲积物的水溶液,用于将水储存在冲积物的孔隙空间内。 储存器的上游和下游端限定了静态存储部分(在储存器的下游端的下方延伸的下方)和在静态部分上方延伸的升高的楔形部分。 一旦储存器的静态部分被填充,通过从储存器的下游端移除水并向储存器的上游端加入水,将额外量的水动态地储存在楔形部分内。 水可以在楔形部分内再循环,或者可以以第一流速将外部水添加到储存器的上游端,同时以相似的流速从储存器的下游端去除水。